Strength evaluation of beam-column connection in the weak axis of H-shaped column

Sang Dae Kim; Sang Seup Kim; Young K. Ju

doi:10.1016/j.engstruct.2007.11.008

Strength evaluation of beam-column connection in the weak axis of H-shaped column

Sang Dae Kim, Sang Seup Kim, Young K. Ju

Research output: Contribution to journal › Article › peer-review

35 Citations (Scopus)

Abstract

There have been many studies performed on steel beam-column connections, and many connection details that can improve seismic performance and connection strength have been developed and are in use. However, the conventional type of connection with a bracket is preferred in Korea's construction market. This study develops, by experiment and theoretical analysis, an easy-to-construct beam-column connection that also ensures the flexural behaviour of the weak axis connection so that the steel structure system can be used in constructing low-rise buildings. This study also proposes basic data for structural design and construction of the beam-column connection of the H-shaped column's weak axis.

Original language	English
Pages (from-to)	1699-1710
Number of pages	12
Journal	Engineering Structures
Volume	30
Issue number	6
DOIs	https://doi.org/10.1016/j.engstruct.2007.11.008
Publication status	Published - 2008 Jun

Bibliographical note

Funding Information:
This work was supported by the Korea Science and Engineering Foundation (KOSEF) R05-2002-000275-0 under the Research Programme of Excellent Scientist of Regional Academy. It was also supported by a Korea University Grant.

Copyright:
Copyright 2008 Elsevier B.V., All rights reserved.

Keywords

Beam-column connection
Connection detail
End-plate connection
Split-tee connection
Weak-axis connection

ASJC Scopus subject areas

Civil and Structural Engineering

Access to Document

10.1016/j.engstruct.2007.11.008

Cite this

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title = "Strength evaluation of beam-column connection in the weak axis of H-shaped column",

abstract = "There have been many studies performed on steel beam-column connections, and many connection details that can improve seismic performance and connection strength have been developed and are in use. However, the conventional type of connection with a bracket is preferred in Korea's construction market. This study develops, by experiment and theoretical analysis, an easy-to-construct beam-column connection that also ensures the flexural behaviour of the weak axis connection so that the steel structure system can be used in constructing low-rise buildings. This study also proposes basic data for structural design and construction of the beam-column connection of the H-shaped column's weak axis.",

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Strength evaluation of beam-column connection in the weak axis of H-shaped column

Abstract

Bibliographical note

Keywords

ASJC Scopus subject areas

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